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UWA10002 - Proposed Type 11 24-hr 100 -yr Rainfall = 5.90" <br />Prepared by {enter your company name here} Printed 12/1/2010 <br />HydroCAD® 9.10 s/n 01542 © 2009 HydroCAD Software Solutions LLC Page 58 <br />[40] Hint: Not Described (Outflow = Inflow) <br />Summary for Reach 7R: Total Site <br />Inflow Area = 4.879 ac, 84.76% Impervious, Inflow Depth > 4.67" for 100 -yr event <br />Inflow = 39.27 cfs @ 11.95 hrs, Volume= 1.897 af <br />Outflow = 39.27 cfs @ 11.95 hrs, Volume= 1.897 af, Atten= 0 %, Lag= 0.0 min <br />Routing by Stor- Ind +Trans method, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs <br />42 <br />4C <br />38 <br />3E <br />34 <br />32 <br />3C <br />28 <br />2E <br />U 24 <br />22 <br />_0 2C <br />u 18 <br />1E <br />14 <br />12 <br />1C <br />8 <br />E <br />4 <br />0 <br />5 <br />Reach 7R: Total Site <br />Hydrograph <br />r <br />+ <br />1 1 L <br />1 + 1 <br />r T 1 T <br />1 L <br />r <br />1 39.27 cfs I I 1 <br />39.274 -s r Inflow Area =4.879 ac <br />Ji L 1 1 <br />r 1 hi <br />+ -- <br />r <br />1 <br />1 1 1 1 <br />— I I — — + + <br />T <br />1 L 1 1 I <br />— I ---- r ---- 1 - - - - <br />+ <br />r <br />1 1 L _ L 1 L <br />1 - t --- y-- - -r - -- 1 1 -- -r - - -- <br />1 <br />1 1 L 1 1 1 1 I <br />1 — t 1 fi <br />1 40�,. <br />10 11 12 13 14 <br />Time (hours) <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />❑ Inflow <br />❑ Outflow <br />